HomeMy WebLinkAboutConstruction Plans2-(10
GENERAL DESIGN NOTES
1. THE DESIGN & CONSTRUCTION OF THIS STRUCTURE SHALL FULLY COMPLY WITH THE SEVENTH EDITION OF THE (2020) FLORIDA BUILDING CODE, ACI318-19, NCMA, NATIONAL FOREST PRODUCT ASSOC., NDS, ANSI/TPI 1-2014 AND ANY OTHER
NATIONALLY RECOGNIZED ORGANIZATIONS THAT GOVERN THIS BODY OF WORK.
2. THESE PLANS WERE DESIGNED FOR THE CONTRACTOR/OWNER TO BE PERMITTED AT THE LOCAL AGENCY (BUILDING DEPARTMENT AND SHOULD BE FOLLOWED AS INSTRUCTED. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ROOF PITCH, ELEVATIONS,
SIZES AND LOCATION OF WALL OPENINGS, COLUMNS AND SLAB FINISHES WITH THE CONSTRUCTION PLANS BEFORE COMMENCING CONSTRUCTION. IF THE CONTRACTOR OBSERVES THAT THE DRAWINGS AND SPECIFICATIONS ARE AT VARIANCE OR HAVE
DISCREPANCIES, HE SHALL PROMPTLY NOTIFY THE ENGINEER IN WRITING, AND ANY NECESSARY CHANGES THAT SHALL BE ADJUSTED AS PROVIDED FOR CHANGES IN THE WORK.
3. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES AND REGULATIONS BEARING ON THE CONDUCT OF THE WORK AS DRAWN AND SPECIFIED AND SHALL BE PERMITTED AT THE LOCAL OFFICE, COUNTY OR
CITY. THE RESULT OF NOT OBTAINING A BUILDING PERMIT FOR THE DESIGN OF THESE PLANS SHALL RELEASt ALL RESPONSIBILITY FOR THIS PROJECT FROM THE ENGINEER OF RECORD. CONTACTOR IS RESPONSIBLE FOR A FINAL CERTIFICATE OF OCCUPANCY
FOR THIS PROJECT. IF THE CONTRACTOR PERFORMS ANY WORK KNOWING IT TO BE CONTRARY TO SUCH LAWS, ORDINANCES, RULES AND RUGULATIONS, AND WITHOUT SUCH NOTICE TO THE ENGINEER, HE SHALL BEAR ALL COSTS ARISING THEREFROM.
4. THE CONTRACTOR SHALL SUPPLY THE ENGINEER THREE COPIES OF SHOP DRAWINGS, A MINIMUM OF ONE WEEK PRIOR TO PLACEMENT. THE REVIEW OF SHOP DRAWINGS BY THE ENGINEER IS ONLY FOR GENERAL COMPLIANCE WITH THE STRUCTURAL
DRAWINGS AND SPECIFICATIONS. THE REVIEW DOES NOT GUARANTEE IN ANY WAY THAT THE SHOP DRAWINGS ARE CORRECT, NOR DOES IT INFER THAT THEY SUPERSEDE THE STRUCTUAL DRAWINGS. THESE SUBMITTALLS SHALL INCLUDE AMONG OTHER
REQUESTED DESIGNS THE FOLLOWING; CONCRETE TEST REPORTS AS PER ACI 318, REINFORCING STEEL SHOP DRAWINGS, PREFABRICATED TRUSS DRAWINGS (INCLUDING ERECTION DRAWINGS AND DESIGN DATA), PILE DETAILING (IF DESIGNED BY OTHERS)
STAIR RAILINGS SHALL BE DESIGNED MY THE MANUFACTURER'S FLORIDA REGISTERED
RAIL SHOP DRAWINGS AND DESIGN DATA (BALCONY AND TERRACE RAILINGS ANDS ENGINEER).
5. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS FOR BUILDERS APPROVAL. THESE DRAWINGS :.,HALL BE SEALED BY A FLORIDA REGISTERED ENGINEER AND REVIEWED BY THE ENGINEER OF RECORD. THE ENGINEER OF RECORD RESERVES THE
RIGHT TO MAKE ANY NECESSARY CHANGES TO THE LAYOUT AND OR DESIGN OF SAID DRAWINGS, AND SHALL NOTIFY THE TRUSS MANUFACTURER/ TRUSS ENGINEER OF SAID CHANGES WITHIN I WEEK OF RECEIVING THE SUBMITTED SHOP DRAWINGS.
6. DO NOT SCALE DRAWINGS. f
DESIGN PARAMETERS FOR WIND LOAD COMPLIANCE
1. FLORIDA BUILDING CODE 7TH EDITION (2020)
2. BUILDING CATEGORY IV
3. BUILDING DESIGN IS ENCLOSED; INTERNAL PRESSURE COEFFICIENT +/- 0.18
4. SEE COMPONENT & CLADDING NOMINAL PRESSURE CHART:
ASCE 7-16 FOR; WIND EXPOSURE CLASSIFICATION, MEAN ROOF HEIGHT,
ROOF PITCH, WIND SPEED, WIDTH OF END ZONE A, COMPONENT & CLADDING,
ULTIMATE WIND PRESSURE ON ROOF, WALL AND SOFFITS. (COMPONENT &
CLADDING DETAILED).
5. LOADS:
FLOOR 40 PSF
ROOF/DEAD 17 PSF
ROOF/LIVE 20 PSF
WALL 61 PSF
6. MINIMUM SOIL BEARING PRESSURE IS 2000 PSF
7. SHEAR WALLS WERE CONSIDERED
8. A CONTINUOUS LOAD PATH WAS PROVIDED
COMPONENT & CLADDING NOMINAL PRESSURES: ASCE 7-16
(170 MPH Vult) (132 MPH Vasd) EXP. 'C'
GABLE ROOF SLOPE: >200 TO 270 (4 1/2" TO 6" PITCH)
HEIGHT: <15' ADJUSTMENT FACTOR: 1.21
EFFECTIVE AREA (SQ. FT.)
ZONE
0<10
11<20
21<50
51<100
U-
4
+37.8
-41.0
+36.1
-39.3
+33.9
-37.1
+32.1
-35.3
a"
3: U-)
5
+37.8
-51.6
+36.1
-47.2
+33.9
-42.7
+32.1
-39.3
LL
1
+28.2
-50.6
+24.4
-44.8
+19.3
-37.1
+15.4
-31.4
0
2e
+28.2
-69.7
+24.4
-62.4
+19.3
-52.6
+15.4
-45.2
2r
+28.2
-69.7
+24.4
-62.4
+19.3
-52.6
+15.4
-45.2
3e
+28.2
-69.7
+Z4.4
-62.4
+19.3
-52.6
+15.4
-45.2
1
-64.0
-64.0
-61.8
-60.2
wz
2e
-64.0
-64.0
-61.5
-59.7
0=
2n
-96.0
-89.5
-80.8
-74.2
2r
-96.0
-89.5
-80.8
-74.2
3e
-115.2
-96.9
-72.7
-54.4
3r
-133.4
1 -110.4
-80.0
-80.0
11 WIND DESIGN ZONES
DISTANCE (a) IS 3' SCALE: NTS
CONCRETE NOTES
1. ENGINEER OF RECORD SHALL BE NOTIFIED WITHIN 48 HOURS BEFORE PLACING CONCRETE.
2. CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF ACI 301 "SPECIFICATION FOR S FRUCTURAL CONCRETE FOR BUILDINGS" AND ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE.
3. FORM WORK SHALL COMPILE WITH ACI 347R-14, 'GUIDE TO FORMWORK FOR CONCRETE.'
4. ALL STRUCTURE FOOTERS SHALL BE A MINIMUM OF 12" BELOW GRADE.
5. NO STRUCTUAL CONCRETE SHALL BE STRIPPED OR SHORING REMOVED UNTIL IT HAS REACHED AT LEAST TWO-THIRDS OF THE 28 DAY DESIGN STRENGTH.
6. NO FREE WATER STANDING ON THE SUBGRADE NOR ANY MUDDY OR SOFT SPOTS IS ALLOWED.
7. STRUCTURAL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 301 AND SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 3000 PSF UNLESS NOTED OTHERWISE.
8. CONCRETE, WHEN PLACED, SHALL HAVE A SLUMP OF 4 INCHES PLUS OR MINUS ONE INCH.
9. PROVIDE A MINIMUM OF 6 MIL VAPOR BARRIER AT ALL AIR CONDITIONED SPACES & GARAGES.HOLES IN VAPOR BARRIER ARE NOT PERMITTED. TAPE AROUND ALL SEAMS (OVERLAPPED 6" AT JOINTS) AND CUT-OUTS AS PER ASTM E-96.
10. ALL REINFORCING SHALL CONFORM TO ASTM A615 FOR GRADE 60 FREE FROM OIL, SCALE AND RUST AND PLANED STEEL/WELDED WIRE MESH TO CONFORM TO ASTM A-185.
8.1. PROVIDE CHAIRS & BOLSTERS
8.1.1. BOLSTERS SHALL HAVE PLASTIC COATED LEGS & FEET (IF EXPOSED TO EXTERIOR ELEMENTS)
11. WELDED WIRE FABRIC MESH SHALL BE IN ACCORDANCE WITH ASTM A185 AND SHALL BE ADEQUATELY SUPPORTED @ 3'-0" O.C. EACH WAY. ENSURE MESH IS EMBEDDED 1" FROM THE TOP OF THE SLAB. LAP JOINTS SHALL BE TIES W/ 8" LAP.
12. THE MINIMUM CONCRETE COVERAGE SHALL BE AS FOLLOWS:
10.1 CAST AGAINST EARTH: 3"
10.2 EXPOSED TO EARTH OR WEATHER ELEMENTS:
10.2A #5 BAR AND SMALLER 1 Yz"
10.2B #6 BAR AND LARGER 2"
10.3 NOT EXPOSED TO EARTH OR WEATHER ELEMENTS:
10.3A SLABS AND WALLS 3/4"
10.3B BEAMS AND COLUMNS 1 1/2"
13. CONSTRUCTION JOINTS DESIGN AND LOCATION SHALL CONFORM STRICTLY TO THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS. ANY CONSTRUCTION OR CONTROL DESIRED OR PREFERRED BY THE CONTRACTOR SHALL BE APPROVED BY THE
ENGINEER PRIOR TO CONSTRUCTION OF THOSE AREAS INVOLVED.
14. CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURE'S SHOP DRAWINGS FOR LOCATION OF ALL EMBEDDED ITEMS, SUCH AS PIPE SLEEVES, ANCHOR BOLTS, ETC. PRIOR TO PLACING CONCRETE.
15. REINFORCEMENT FOR CONTINUOUS FOOTINGS SHALL BE CONTINUOUS AND SPLICED WITH A FULL 30 INCH LAP. PROVIDE CORNER BARS.
16. CONCRETE FOR SLABS ON GRADE AND ELEVATED SLABS SHALL HAVE 3/4" LARGE AGGREGATE. "PEAROCK" 15 .JOT PERMITTED FOR SLABS.
17. ALL CONCRETE THAT IS ALTERED (WATER, ADDITIVES, ETC.) SHALL BE TESTED TO ENSURE STRENGTH REQUIREMENTS ARE MET.
18. TERMINATE ALL VERTICAL REINFORCING AT THE TOP AND BOTTOM WITH 10" ACI HOOKS.
19. ELEVATED CONCRETE FLOORS OR EXPOSED CONCRETE DECKS AND SUPPORTING COLUMNS SHALL HAVE A CORROSION INHIBITOR ADDITIVE TO THE CONCRETE W/ 5,000 PSI CONCRETE. DECKKS SHALL BE SLOPED AWAY FROM STRUCTURE.
CONCRETE MASONRY NOTES
1. ALL CONCRETE MASONRY CONSTRUCTION SHALL CONFORM WITH ACI 530.1-05/ASCE 7-05/TMS 602-05, SPECIFICATION FOR CONCRETE MASONRY STRUCTURES AND ACI 530-05/ASCE 7-05/TMS 402-05, BUILDING CODE REQUIREMENTS FOR MASONRY
STRUCTURES. ALL CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C-90 WITH TYPE M OR S MORTAR COMPLYING WITH ASTM C-270. MASONRY UNITS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI ON THE NET AREA. MIN. PRISM
STRENGTH OF 1500 PSI W/ 3/8" MORTAR JOINTS.
2. ALL MORTAR SHALL BE A MINIMUM TYPE M OR S MORTAR.
3. UNLESS SPECIFICALLY SHOWN OTHERWISE PROVIDE "DUR-O-WALL" 9 GA. TRUSS TYPE REINFORCING IN EVERY OTHER COURSE (16" O.C.) EVERY OTHER COURSE IN ALL WALLS.
4. ALL LAP SPLICES MUST BE 48 BAR DIAMETERS.
5. WHERE INDEPENDENT CONCRETE COLUMNS ARE ABUTTED BY MASONRY WALLS, PROVIDE DOVETAIL ANCHORS FOR THE FULL HEIGHT OF THE COLUMNS.
6. ALL 8" EXTERIOR CMU WALL SHALL BE REINFORCED WITH #5 VERTICAL REINFORCING BARS WHERE SHOWN ON ARCHITECTURAL PLANS AT CENTER OF GROUTED CELL. PROVIDE ADDITIONAL REINFORCING ON EACH SIDE OF OPENING GREATER THAN 24"
T ENSURE THAT ELLS T BE GROUTED LINE UP PROPERLY PROVIDING A MINIM CLEAR WIDE & AT CORNERS &INTER- SECTIONS OF WALLS. CARE SHALL BE TAKEN DURING THE CMU WALL ERECTION O tNSU C 0 UM C E AREA OF 10 SQUARE INCHES &MIN. CLEAR DIM. OF 3"
PROVIDE SAW -CUT CLEAN -OUT HOLE IN BOTTOM COURSE & REMOVE MORTAR DROPPINGS FROM CELLS AT END OF EACH DAY. PROVIDE FOOTING DOWELS TO MATCH WALL REINFORCING SIZE & SPACING. LAP SPLICE REINFORCING 48 BAR DIA. (OR AS SHOWN
ON PLANS) & TERMINATE REINFORCING WITH STANDARD ACI HOOKS TO PROVIDE CONTINUOUS REINFORCING FROM FOOTING TO UPPERMOST TIEBEAMS. TIE VERTICAL REINFORCING TO INSURE PLACEMENT IS IN CENTER OF WALL.
7. WHERE 2 VERTICAL BARS ARE SHOWN IN 1 CELL, INSTALL 1 BAR ON THE INTERIOR FACE OF THE WALL & 1 BAR ON THE EXTERIOR FACE OF THE WALL, 2" FROM THE EXPOSED FACE OF THE BLOCK.
8. PROVIDE BOND BEAM PER PLANS AROUND PERIMETER OF THE BUILDING @ THE TOP OF ALL WALLS AND AT JOIST BEARING. BOND BEAM TO HAVE A MINIMUM OF (2) #5 BARS OR (1) #7 BAR TOP AND BOTTOM (UNLESS OTHERWISE NOTED). H-BLOCK
TIE BEAM STEEL SHALL STOP 8" FROM CORNERS WITH (1) #5 CORNER BAR (OR 1 #7) TOP & BOTTOM 32" MIN. LAP.
9. VERTICAL REINFORCEMENT STEEL TO HAVE A 1/2" MIN. CLEARANCE FROM MASONRY.
10. GROUTED CELLS SHALL NOT EXCEED A 12' CONTINUOUS POUR IN HEIGHT.
11. PROVIDE "CAST-CRETE" (OR APPROVED EQUAL) PRECAST CONCRETE LINTELS AT ALL MASONRY OPENINGS Wj ONE (1) #5 GRADE 60 REBAR SHALL BE LOCATED AT THE BOTTOM OF LINTEL CAVITY, UNLESS NOTED OTHERWISE. PROVIDE FULL MORTAR
HEAD AND BED JOINTS. SHORE FILLED LINTELS AS REQUIRED. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE
VERTICAL CELL REINFORCING AND GROUTING. FOR OVER SIZE LINTELS OVER OPENINGS, ONE END OF THE LINTEL SHALL BE CUT W/ A 5-1/2 INCH LONG NOTCH FOOR THE DOWNCELL BEAM CONNECTION.
12. EPDXY SHOWN ON THE PLANS SHALL BE EITHER "HILTI HIT RE 500" OR "SIMPSON XP22" FOR MISSED OR RELOCATED REINFORCING STEEL REBARS OR THREADED ROD. THREADED ROD HOLES SHALL. BE 1/8" DIA. LARGER THAN REINFORCING STEEL.
13. BOND BEAM SHALL BE POURED W/ MIN. OF 3,000 PSI 3/8" PEAROCK.
FOUNDATION NOTES
1. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 (MODIFIED PROCTOR).
2. FOOTINGS & SLAB SHALL BE PLACED ON COMPACTED SOIL FREE OF ORGANIC DEBRIS
3. SOILS SHALL BE TREATED. TERMITE AREA IS VERY HEAVY, PROTECTION FROM TERMITES SHALL BE PROVIDED BY REGISTERED TERMITICIDES. INSPECTION FOR TERMITES IS REQUIRED BY A SIGNED CONTRACT ASSURING THE INSTALLATION,
MAINTENANCE AND MONITORING OF THE BAITING SYSTEM THAT IS IN COMPLIANCE WITH THE REQUIREMENTS OF CHAPTER 482, FLORIDA STATUES SHALL BE PROVIDED TO THE BUILDING OFFICAL PRIOR TO THE POURING OF THE SLAB, AND THE SYSTEM
MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL. IF THE BAITING SYSTEM DIRECTIONS FOR USE REQUIRE A MONITORING PHASE PRIGR TO INSTALLATION OF THE PESTICIDE ACTIVE INGREDIENT, THE INSTALLATION OF THE MONITORING PHASE
COMPONENTS SHALL BE DEEMED TO CONSTITUTE INSTALLATION OF THE SYSTEM.
4. FOUNDATIONS ARE DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM SOIL BEARING PRESSURE OF 2000 PSF.
5. WHEN PERFORMING WORK BELOW GRADE, CARE SHALL BE TAKEN TO AVOID DAMAGING ANY EXISTING UTILITIES. ALL UNKNOWN UTILITIES OR OBJECTS DISCOVERED DURING CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.
ANY DAMAGE TO THE EXISTING UTILITIES SHALL BE REPORTED TO ALL AFFECTED PARTIES INCLUDING THE ENGINEER. FOR UNDERGROUND UTILITIES, CALL 811 BEFORE YOU DIG!
6. THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATIONS AND SHORING PROCEDURES AND PROTECTION OF ADJACENT PROPERTY, STREETS AND UTILITIES IN ACCORDANCE WITH THE LOCAL BUILDING DEPARTMENT.
WINDOWS & DOORS NOTES
1. WINDOWS, DOOR, SHUTTERS, AND ALL COMPONENTS SHALL BE DESIGNED AND INSTALLED PER THE MINIMUM DESIGN PRESSURES AS PRESCRIBED IN THESE PLANS.
2. ALL EXTERIOR GLAZING SHALL BE IMPACT RESISTANT OR HAVE PROTECTION PER SECTION R301.2.1.2 OF THE 2020 FBC RESIDENTIAL. PROTECTION SHALL BE DESIGNED FOR THE SAME WIND DESIGN PRESSURES AS THE WINDOWS OR DOORS THEY ARE
COVERING.
3. ALL WINDOWS & DOORS SHALL BE INSTALLED ON 1X OR 2X PRESSURE TREATED BUCKS, AS BE THE BUCK DETAIL AND AS PER MANUFACTURERS SPECIFICATIONS UNLESS OTHERWISE NOTED.
ROOFING NOTES
1. ROOFING MATERIAL SHALL BE ATTACHED PER MANUFACTURERS SPECIFICATIONS TO MEET THE DESIGN CRITERIA PRESCRIBED IN THESE PLANS.
TRUSS NOTES
1. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY A FLORIDA REGISTERED ENGINEER FOR ALL LOADS PRESCRIBED. ROOF TRUSS ENGINEERING SHOP DRAWINGS SHALL INCLUDE TRUSS LAYOUT, DESIGN LOADS, TRUSS REACTION, (DEAD LOAD
& LIVE LOAD AND DEAD LOAD & WIND LOAD), AND ALL OTHER INFORMATION REQUIRED FOR PROPER TRUSS INSTALLATION, ERECTION AND BRACING CRITERIA. DESIGN OF ROOF TRUSSES SHALL INCLUDE THE UPLIFT EFFECTS OF WIND LOAD BASED ON THE
7th EDITION (2020) OF THE FLORIDA RESIDENTIAL BUILDING CODE.
1. ROOF TRUSSES SHALL NOT BE DELIVERED TO THE CONSTRUCTION SITE MORE THAN 3 DAYS PRIOR TO INSTALLATION, AND SHALL BE STORED IN ACCORDANCE WITH ANSI/TPI 1-2014.
2. TRUSS ENGINEER SHALL PROVIDE A WEB MEMBER AT ANY AND ALL PITCH CHANGES OF THE TOP AND BOTTOM CHORD, EXTENDING TO PANEL POINT ON OPPOSITE CHORD. MAX. LENGTH OF BOTTOM CHORD SHALL NOT EXCEED 9 FT. EXCEPT @ SHORT
TRUSS HEELS WHERE REQUIRED HURRICANE STRAP WILL BEND OVER TOP CHORD. PROVIDE VERTICAL WEB OVER ALL TRUSS BEARING LOCATIONS.
3. ALL TRUSS MEMBERS SHALL BE A MINIMUM OF 2 X 4 #2 SYP.
4. ALL VALLEY SETS SHALL BE FRAMED WITH VALLEY SET TRUSSES AND ATTACHED TO TRUSSES BELOW PER SPECIFIED STRAPPING @ 6' O.C. MAX. ROOF PLYWOOD SHALL EXTEND ON TRUSSES BENEATH ALL OVER FRAMING. OMIT PLYWOOD AND VALLEY
SET BOTTOM CHORD BETWEEN TWO TRUSSES FOR ACCESS.
5. IN ADDITION TO THE DESIGN LOADS LISTED, THE TRUSSES SHALL BE DESIGNED FOR ADDITIONAL LOADS WHERE APPLICABLE (I.E. A/C EQUIPMENT, ETC.).
6. DESIGN BOTTOM CHORDS FOR ATTIC TRUSSES FOR LIVE LOAD PER FBC R301.5. TRUSSES SUPPORTING MECHANICAL EQUIP. SHALL BE DESIGNED FOR (2) 100 LB POINT LOADS 3' APART LOCATED ANYWHERE ON THE TOP CHORD.
7. TRUSSES MUST BE CONFIGURED TO PROPERLY ATTACH ALL HANGERS SHOWN ON PLANS OR IN SHOP DRAWINGS. TRUSS ENGINEER MUST SPECIFY ALL TRUSS TO TRUSS CONNECTIONS.
8. ALL ROOF TRUSSES AND RAFTERS SHALL BE ANCHORED WITH A TRUSS CONNECTOR STRAP AS PER PLAN OR SCHEDULE & A VAPOR BARRIER MUST BE PROVIDED BETWEEN TRUSSES AND CONCRETE.
9. TRUSS TO TRUSS CONNECTIONS ARE THE RESPONSIBLITY OF THE TRUSS MANUFACTURER ENGINEER PER FLORIDA ADMINISTRATIVE CODE 61G15-31.003 AND SECTION 2.3.5.5(k) OF THE ANSI/TPI 1-2014.
TIMBER NOTES
1. ROOF SHEATHING SHALL BE A MIN. OF 19/32" (5/8") CDX PLYWOOD OR OSB SPAN RATED STRUCTURAL PLYWOOD, INSTALLED WITH FACE GRAIN PERPENDICULAR TO ROOF FRAMING WITH 2 1/2" X 0.131" OR 3" X 0.120" RING SHANK NAILS 4" O.C. AT
PANEL EDGES AND 6" O.C. IN THE FIELD. PROVIDE 2" X 4" BLOCKING AT HIPS AND VALLEYS.
2. THE MINIMUM LUMBER GRADES SHALL BE AS SUCH: WALL STUDS AND TOP PLATES SHALL BE CONSTRUCTION GRADE SPRUCE OR BETTER. BOTTOM PLATES SHALL BE PRESSUERE TREATED.
4. FRAMED BEARING WALLS @ 16" O.C. SHALL BE BRACED WITH 2X4S @ A MAXIMUM OF 8' O.C.
5. ALL WOOD -FRAMING MEMBERS RESTING ON CONCRETE OR MASONRY SHALL- BE PRESSURE TREATING OR HAVE AN APPROVED SEPARATING MATERIAL WITH FASTENERS OF HOT -DIPPED ZINC COATE[) GALVANIZED STEEL OR STAINLESS STEEL.
PROTECTION FROM DECAY SHALL BE REQUIRED PER FBC R-319.1.
GENERAL CONSTRUCTION NOTES:
1. THE SITE ADDRESS OR NUMBERS SHALL BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY.
2. WEATHERING AREA IS NEGLIGIBLE.
3. HEATING IS NOT REQUIRED FOR THIS STRUCTURE.
4. THE FLOOR OF THE GARAGE MATY BE NATURAL CONCRETE OR PAINTED WITH A NONCOMBUSTIBLE MATERIAL.
5. ALL EXIST DOORS SHALL HAVE A LIGHT W/ A FLAT 36" X 36" LANDING.
6. ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C36, C79, C 475, C514, C630, C931, C960, C1002, C1047, C1177, C1178, C1278, C1395 OR C1396 AND SHALL IN INSTALLED IN ACCORDANCE
WITH THE PROVISIONS OF SECTION 702.3 OF THE CURRENT FLORIDA RESIDENTIAL BUILDING CODE. ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C557.
Al 8.1 A108.4 A10 A108. A108.11 A118.1 A118.� A136.1 AND Al 7
7. CERAMIC TILE SURFACES SHALL BE INSTALLED IN ACCORDANCE WITH ANSI 0 8 5, 6, 3 .1. WALL TILE SHALL HAVE EITHER CEMENT, FIBER -CEMENT OR GLASS
MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C1288, C135 OR C1178 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER
AREAS AND WALL PANELS IN SHOWER AREAS.
8. NO SCREWS SHALL BE USED IN THE PLYWOOD SHEATHING OR WOOD MEMBERS OR ANY SIMPSON PRODUCTS UNLESS SPECIFIED IN THESE PLANS OR FROM THE MANUFACTURER.
9. ROOF RAIN WATER SHALL BE DIVERTED FROM SEPTIC FIELD.
STUCCO INSTALLATION INFORMATION
IASONRY BLOCK WALL
r-I
U)
Ql
r �
V �
W
o
z�
1---1 LL
W
U
z
W
c W
G 1--i
j
W
O CL
Z
za (NIrr)I,I-IL0IW
W 0
Q o� N
O z
N
/
O
I
FBC BUILDING 2510 AND 2512
j
3/8" THICK SCRATCH COAT O
C)
FBC RESIDENTIAL 703.6 AND 704
j
�
cn
ASTM C926 -19AE1 (2019)
1/8" THIICK FINISH COAT r �'► 10
V
o
co
I
o
ASTM C1063 -19A (2019)
-j
I-
-
Q
CMU SOLID BASE - LATH AND ACCESSORY INSPECTION REQUIRED
/
W z
1--q
CEILINGS, SOFFITS, ENTRIES, GABLES, PENETRATIONS, OPENINGS, DISSIMILAR MATERIALS, ETC
C926 A2.1.4 DISSIMILAR MATERIAL- V-JOINT IN LIEU OF CASING BEAD
0
0
STUCCO ABUTS - WOOD OR METAL DOOR AND WINDOW FRAMES
�,
Q
w
THREE COAT - THROUGH SECOND AND FIRST COAT - 1/2 INCH V-JOINT
TWO COAT - THROUGH FINISH COAT - 1/8 INCH V-JOINT
Q
U)
w
%/-1(1TNT MI ICT RP I INITPOPM r1FDTI-I AKIr1 1A/Tf1TW
0
ASTM C926 \ I
4.6 WATER - MUST BE POTABLE, SUITABLE FOR DOMESTIC CONSUMPTION
5.2 SOLID BASES. REMOVE FORM TIES OR OTHER OBSTRUCTIONS- TRIMMED BACK
5.2.1 SOLID SURFACES SHALL HAVE SUCTION (ABILITY TO ABSORB WATER) STUCCO ON MASONRY DETAIL (2 COATS)
5.2.2 SMOOTH OR NON -ABSORBENT SURFACES (SUCH AS CAST -IN -PLACE OR PRECAST CONCRETE) SHALL BE PREPARED TO RECEIVE STUCCO BY ONE OF THE FOLLOWING
METHODS: SCALE: 3/4" = l'-O"
5.2.2.1 SANDBLASTING, WIRE BRUSHING, ACID
5.2.2.2 DASH COAT
5.2.2.3 BONDING COMPOUND/AGENT
5.2.3 LATH- -PER C1063
7.1.4 SEPARATION SHALL BE PROVIDED WHERE STUCCO ABUTS DISSIMILAR MATERIALS OR OPENINGS
7.1.10 STUCCO COATS THAT BECOME DRY SHALL BE EVENLY DAMPENED
STUCCO TO SOLID BASES
7.3.1 HIGH SUCTION BASES: EVENLY DAMPENED
7.3.2 THREE COAT - 5/8 INCH TOTAL THICKNESS - 1/4 + 1/4 + 1/8
7.3.2.1 FIRST (S-CRATCH) COAT 1/4 INCH: BECOMES FIRM SCORE HORIZONTALLY
7.3.2.2 SECOND (BROWN) COAT 1/4 INCH: EVEN PLANE ROD OR STRAIGHTEDGE
7.3.2.3 THIRD (FINISH) COAT 1/8 INCH
7.3.3 TWO COAT - 1/2 INCH TOTAL THICKNESS - 3/8 + 1/8
MASONRY:
1. CONVENTIONAL STUCCO OVER MASONRY SURFACES MAY BE APPLIED WITH TWO OR THREE COATS. TWO -COAT SYSTEMS OVER MASONRY CONSIST OF: FIRST COAT = 3/8 INCH THICK AND FINISH COAT = 1/8 INCH THICK; OR OVER CAST
CONCRETE CONSIST OF: FIRST COAT = 1/4 INCH THICK AND FINISH COAT = 1/8 INCH THICK. THREE -COAT SYSTEMS CONSIST OF: FIRST COAT = 1/4 INCH THICK, SECOND COAT = 1/4 INCH THICK, AND FINISH COAT = 1/8 INCH THICK OVER
BOTH MASONRY AND CAST CONCRETE.
2. WHEN REQUIRED BY ASTM C 926, SECTION 5.2.2; AN EXTERIOR BONDING AGENT, CONFORMING TO ASTM C 932, SHALL BE USED ON ALL MASONRY SURFACES, IN LIEU OF A BONDING AGENT, A DASH COAT, ROUGHING THE SURFACE, OR
METAL LATH ARE ALSO ACCEPTABLE METHODS FOR BONDING.
3. FBC 2510.3 INSTALLATION, REFERENCES ASTM C 926 REQUIRES FORM TIES OR OTHER OBSTRUCTIONS (INCLUDING MASONRY CUT NAILS FOR CLEAN OUT OPENING FORMS) TO BE REMOVED OR TRIMMED BACK EVEN WITH THE SURFACE
OF THE SOLID BASE. IN ADDITION, IF THE NAILS ARE TO BE TRIMMED FLUSH AND LEFT IN PLACE, THEY NEED TO BE CORROSION RESISTAN AS WOULD BE REQUIRED FOR LATH OR OTHER METAL ACCESSORIES, ASTM C 926 SECTION 5.2 AND C
1063 SECTION 6.
WOOD:
1. CONVENTIONAL STUCCO OVER WOOD SHOULD ALWAYS BE APPLIED AS A THREE -COAT SYSTEM. SCRATCH COAT =3/8 INCH THICK, BR..?WN COAT =3/8 INCH THICK, AND FINISH COAT =1/8 INCH THICK. THE SCRATCH COAT MUST BE
SCORED HORIZONTALLY ON VERTICAL SURFACES. SUCCESSIVE COATS SHOULD BE APPLIED AS SOON AS POSSIBLE AFTER THE UNDERLYING COAT HAS SUFFICIENT STRENGTH AND RIGIDITY TO RESIST DAMAGE WHEN THE NEXT COAT IS
APPLIED. A MIST CURE SHALL BE MAINTAINED AS NEEDED FOR CLIMATIC CONDITIONS.
2. WHERE STRUCTURAL WOOD PANELS ARE USED FOR SHEATHING, A MINIMUM 1/8 INCH SEPARATION SHALL BE PROVIDED.
3. THE WEATHER RESISTANT BARRIER (WRB) MUST BE INSTALLED PER SECTIONS R703.6.3 OF THE FLORIDA BUILDING CODE RESIDEN-I i::l- AND 1404.2.1 OF THE FLORIDA BUILDING CODE. WHERE CEMENT PLASTER (STUCCO) IS TO BE
APPLIED TO LATH OVER FRAME CONSTRUCTION, MEASURES SHALL BE TAKEN TO PREVENT BONDING BETWEEN THE CEMENT PLASTER AND TiiE WATER RESISTIVE BARRI!=R. A BOND BREAK SHALL BE PROVIDED BETWEEN THE WATER RESISTIVE
BARRIER AND THE CEMENT PLASTER (STUCCO) CONSISTING OF ONE OF THE FOLLOWING:
1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL, OR
2. ONE LAYER OF AN APPROVED WATER RESISTANT BARRIER OVER AN APPROVED PLASTIC HOUSE WRAP, OR
3. OTHER APPROVED METHODS OR MATERIALS APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS.
4. LATHING SHALL BE CONNECTED TO THE FRAMING MEMBERS 7 INCHES ON CENTER. LATH SHALL BE ATTACHED TO HORIZONTAL WOOL FRAMING MEMBERS WITH 1.5 INCH ROOFING NAILS AND TO VERTICAL WOOD FRAMING MEMBERS
WITH 6d COMMON NAILS OR 1 INCH ROOFING NAILS DRIVEN TO PENETRATION OF NOT LESS THAN 3/4 INCH, OR 1 INCH WIRE STAPLES DRIVEN FLUSH WITH THE PLASTER BASE. STAPLES SHALL HAVE CROWNS NOT LESS THAN 3/4 INCH AND
SHALL ENGAGE NOT LESS THAN THREE STRANDS OF LATH AND PENETRATE THE WOOD FRAMING MEMBERS NOT LESS THAN 3/4 INCH. THE FASTENERS MUST PENETRATE THE WOOD FRAMING MEMBERS NOT LESS THAN 3/4 INCH AND NOT BE
INSTALLED RANDOMLY IN THE WALL SHEATHING.
5. EXPANDED 3/8" RIB LATH SHALL BE ATTACHED TO HORIZONTAL AND VERTICAL WOOD FRAMING MEMBERS WITH NAILS OR STAPLES TO PROVIDE NOT LESS THAN 1 3/4" PENETRATION INTO HORIZONTAL WOOD MEMBERS, 3/4" PENETRATION
INTO VERTICAL WOOD FRAMING MEMBERS.
6. LAPPING OF METAL PLASTER BASE. SIDE LAPS SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH WIRE AT INTERVALS NOT MORE THAN 9 INCHES. LATH SHALL BE LAPPED 1/2 INCH AT THE SIDES, 1
INCH AT ENDS. WHERE END LAPS OCCUR BETWEEN THE FRAMING MEMBERS, THE ENDS OF THE SHEETS SHALL BE LACED OR WIRE TIED.
7. LATHING SHALL BE SELF -FURRING OR FURRED OUT FROM SOLID BASES AND COMPLY WITH ASTM C 1063, TABLE 3. MAXIMUM ON CENTER SPACING OF FRAMING MEMBERS SHALL BE NO MORE THAN 24 INCHES. LATH WEIGHT SHOULD BE
MINIMUM 2.5 LB/SQYD.
8. LATH ACCESSORIES SHALL HAVE PERFORATED OR EXPANDED FLANGES, TO PERMIT COMPLETE EMBEDMENT IN THE PLASTER, AND BE DESIGNED TO RECEIVE THE SPECIFIED THICKNESS OF PLASTER. ACCESSORIES INCLUDE CONTROL
JOINTS, EXPANSION JOINTS, CORNER BEAD, CASING BEAD (PLASTER STOP), CORNERITE, WEEP SCREED, ETC.
9. CONTROL JOINTS (EXPANSION AND CONTRACTION) SHALL BE INSTALLED IN WALLS TO DELINEATE AREAS NOT MORE THAN 144 SQ. FT. ON VERTICAL SURFACES AND 100 SQ. FT. ON HORIZONTAL SURFACES. THE DISTANCE BETWEEN
CONTROL JOINTS SHALL NOT EXCEED 18 FEET, IN EITHER DIRECTION, OR EXCEED LENGTH TO -WIDTH RATIO OF 2-1/2 TO 1. THE ASTM STANDARD REQUIRES THE PAPER TO BE INSTALLED, CONTINUOUS, BEHIND THE JOINT MATERIAL AND
THAT LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND FASTENED (WIRE TIED) ON EACH SIDE OF THE CONTROL JOINT. ALL ACCESSORIES MUST BE INSTALLED TO RECEIVE A MINIMUM 7/8 INCH
APPLICATION FOR A THREE -COAT SYSTEM OVER WOOD.
10. CONTROL JOINTS MUST BE CONTINUOUS THROUGH DECORATIVE BANDS OR OTHER EMBELLISHMENTS, SO THEY WILL NOT RESTRICT PANEL MOVEMENT.
11. TYPICAL LOCATIONS FOR CONTROL JOINTS WOULD INCLUDE: OFF CORNERS OF WINDOWS, STRUCTURAL PLATE LINES (EXPECTING MINIMAL MOVEMENT) AND JUNCTURES OF DISSIMILAR SUBSTRATES.
12. TYPICAL LOCATIONS FOR EXPANSION JOINTS WOULD INCLUDE: STRUCTURAL PLATE LINES (EXPECTING SIGNIFICANT MOVEMENT) AND AT STRUCTURE EXPANSION JOINTS.
13. ACCESSORIES AND END LAPS OF METAL LATH, WHERE THEY OCCUR BETWEEN FRAMING MEMBERS, MAY BE STAPLED OR NAILED TO THE SUBSTRATE OR WIRED; 9 INCHES ON CENTER FOR END LAPS AND 18 INCHES ON CENTER FOR
ACCESSORIES.
14. AT THE INTERSECTIONS OF VERTICAL AND HORIZONTAL CONTROL JOINTS, THE HORIZONTAL CONTROL JOINT SHALL BE CUT TO FIT AND BUTTED TO THE CONTINUOUS, UNINTERRUPTED, VERTICAL CONTROL JOINT. EMBED ALL
ACCESSORY ENDS, ANGLES, BUTTS, AND INTERSECTIONS IN SEALANT AT TIME OF INSTALLATION.
15. IN WOOD -FRAME CONSTRUCTION, ACCENT FEATURES (FOAM, ACCENT STRIPS, BANDING, AND TRIM) SHOULD BE INSTALLED OVER THE BROWN COAT, USING ADHESIVE AND MINIMUM FASTENERS PENETRATING THE STUCCO. (SEE
RECOMMENDED PRACTICE SECTION)
ALTERNATIVE METHODS: (ACCENT FEATURES APPLIED DIRECTLY OVER METAL LATH)
1. ACCENT FEATURES MAY BE INSTALLED DIRECTLY OVER METAL LATH WHEN THEY ARE PROPERLY FLASHED OR THE WRB AND LATH EXTEND OVER THE TOP SECTION OF THE ACCENT FEATURE.
2. ACCENT FEATURES MAY BE INSTALLED DIRECTLY OVER METAL LATH WHEN THEY ARE ISOLATED FROM THE STUCCO AS PRESCRIBED IN ASTM C 926, SEC. A2.3.3. THIS METHOD MAY REQUIRE A RENEWABLE BACKER -ROD AND SEALANT JOINT.
3. A PROPRIETARY DETAIL, USING SYNTHETIC STUCCO AND REINFORCING MESH.
NOTE: DETAILS FOR ALTERNATIVE METHODS MUST BE SHOWN ON PLANS AND APPROVED BY THE BUILDING OFFICIAL.
16. THE TERMINATION OF THE STUCCO AT THE BASE OF A WOOD STRUCTURE SHALL BE PER ASTM C-926, SECTION A2.2.2.
17. A WEEP SCREED SHALL BE INSTALLED PER ASTM STANDARD 1063-06 SECTION 7.11.5. SEE BELOW:
18. A FOUNDATION WEEP SCREED SHALL HAVE A SLOPED, SOLID, OR PERFORATED, GROUND OR SCREED FLANGE TO FACILITATE THE REMOVAL OF MOISTURE FROM THE WALL CAVITY AND VERTICAL ATTACHMENT FLANGE NOT LESS THAN 3.5
INCHES LONG. THE BOTTOM EDGE OF THE WEEP SCREED IS PLACED NOT LESS THAN 1 INCH BELOW THE JOINT FORMED BY THE FOUNDATION AND FRAMING. THE WATER RESISTIVE BARRIER AND LATH SHALL ENTIRELY COVER THE VERTICAL
ATTACHMENT FLANGE AND TERMINATE AT THE TOP EDGE OF THE NOSE OR GROUND FLANGE.
19. RAW EARTH, GRADE SHALL BE NOT LESS THAN 4 INCHES BELOW THE NOSE OF THE WEEP SCREED, PAVED SURFACES SHALL BE NOT LESS THAN 2 INCHES BELOW THE NOSE OF THE WEEP SCREED.
20. ROOF LINES SHALL BE NOT LESS THAN 2 INCHES BELOW THE STUCCO TERMINATION.
GENERAL NOTES:
1. STUCCO ON MASONRY SHALL BE MIN. 1/2", 2-COAT APPLICATION OR 5/8", 3-COAT APPLICATION.
3. WRB SHOULD EXTEND DOWN, OVER THE UPPER FLANGE OF WEEP SCREED OR ACCESSORY IN A SHINGLE -LAP FASHION.
ELECTRIC NOTES:
1. ALL OUTLETS SHALL BE ARC -FAULT PROTECTED.
2. ALL ELECTRIC SHALL CONFORM TO THE CURRENT NATIONAL ELECTRIC CODE.
3. ELECTRIC METER IS EXISTING ON THE RESIDENCE AND SHALL BE CONNECTED TO THE JUNCTION PANEL OF THIS GARAGE.
4. EXTERIOR LIGHTS AND OUTLETS TO BE LOCATED IN FLAT OF EXTERIOR SIDING. EXTERIOR OUTLETS SHALL BE GFI (GROUND FAULT CIRCUIT INTERRUPTER) WITH
WEATHER PROOF COVERS (WP).
5. LOCATION OF FIXTURES AND/OR OUTLETS ARE SUGGESTED AND MAY BE ADJUSTED BY OWNER/ BUILDER BUT SHALL REMAIN WITHIN ALi. LOCAL AND STATE GUIDE
LINES.
6. ALL EXPOSED ELECTRIC SHALL BE PLACED IN CONDUIT OR FLEX.
7. TELEPHONE AND CABLE TV LOCATIONS ARE NOT SHOWN.
8. ALL LIGHT FIXTURES SHALL HAVE COVERS.
FIEVIEWEDC),
1101E COUNTY
em
rn �
rn w
(D z
r)
I
U
rn �
In O
0_j
z
J
J
N w
�
r
" w
W
Ja
z
w
U Z
H
a
u
I
o
L_(_
w
> Q
W�
(�
Z o
� J
l LL.
W
U
W W
�-
U
N
O
N
L0
VJ
14
ol
o
0.
� T •
FO
ssl6tNP`'�;�`��
111 II{11
OF 3
TO THE BEST OF MY KNOWLEDGE, THIS STRUCTURE COMPLIES AND HAS BEEN DESIGNED IN ACCORDANCE WITH SECTION 1609 OF THE 7TH EDITION (2020) FLORIDA BUILDING CODE 1 21 156
FOUNDATION PLAN
SCALE: 1/4" = 1'0"
2'-8"
i
REMOVE 4" FORM
FOYNDATION F1 FOR
SHOWER RECESS
13'-4"
FIBERMESH OR
WELDED WIRE MESH
SEE FOUN. NOTES
FOOTING REBAR
(3) #5 BARS
o p
20°
TYP. EXTERIOR CONT.
F1 MONOLITHIC FOOTING
FIBERMESH OR 14"
WELDED WIRE MESH
(3) #5 BARS CONTIN. M
DRIVE-
20"
TYP. GARAGE RECESS
F2 MONOLITHIC FOOTING
CONTINUE
FIBERMESH
-- -- OR W.W.M.
-III l l (NO JOINTS)
g 1-#5 CONT.
3" MIN. COVER
SHOWER SLAB RECESS
F3
24'
CALL BEFORE YOU DIG— DIAL 811
SMART DIGGING MEANS KNOWING WHERE UTILITY LINES ARE BURIED BEFORE YOU DIG IN ORDER TO PROTECT
YOURSELF FROM INJURY AND PREVENT DAMAGE TO UNDERGROUND UTILITY LINES. ONE EASY CALL TO 811 STARTS
THE PROCESS OF GETTING UNDERGROUND UTILITY LINES MARKED FOR FREE. CALLING 811 IN FLORIDA ROUTES'IOU
TO SUNSHINE STATE ONE CALL. YOUR UTILITY COMPANIES THEN SEND A PROFESSIONAL LOCATOR TO YOUR
LOCATION TO MARK UNDERGROUND LINES WITHIN TWO FULL BUSINESS DAYS. ONCE THE LINES ARE MARKED, YOU
WILL KNOW THE APPROXIMATE LOCATION OF YOUR UTILITY LINES AND CAN DIG SAFELY.
NSrtSStir�
SCALE: 1/4' = 1'-0'
SCALE: 1/4' = V-0'
0
t
N
O
0
O
r7
L
FLOOR PLAN
SCALE: 1/4" = 1'0"
SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS
�G'3Qu�
SAFE LOAD - POUNDS PER LINEAR FOOT
ID
TYPE
LENGTH
8U8
8F8-OB
8F12-0B
8F16-0B
8F20-OB
8F24-OB
8F28-OB
8F32-OB
8F8-1B
8F12-1B
8F16-1B
8F20-1B
8F24-1B
8F28-1B
8F32-1B
A
4'-0" (48") PRECAST
2231
2561
2751
3820
4890
5961
7034
8107
2693
4605
6113
7547
8974
10394
11809
B
9'-4" (112") PRECAST
2231
699
1160
1625
2564
3486
2818
3302
752
1 1245
1 843
1 2564
3486
4705gj
6390
CONCRETE
ATON REGARDING LINTEL
LOAD REQUIREMENTS
ESSED
-D ON FINAL MASONRY
f PRIOR TO ORDERING
;END:
FIDE VERTICAL #5 BAR AT EACH SIDE OF
'OSED OPENINGS & 4' O.C.
DNRY WALLS ARE DRAWN 8"
=RAMED WALLS ARE DRAWN 3 1/2"
CATES OPENING DESIGN PRESSURES
CATES LINTEL LENGHT
4-0
�
I
LINTELS SHALL HAVE A
MINIMUM 4" BEARING ON
EACH END
ALL LINTELS ARE 8F24-1B/1T
#5 REBAR AT TOP
MIN. (1) REQUIRE
F = FILLED WITH GROUT RF = RECESSED
& FILLED W/GROUT 1 1/2" COVER
#5 REBAR AT TOR
QUANITY OF #5 REBAR AT MIN. (1) REQUIRE
BOTTOM OF LINTEL CAVITY
^''� i/ i 1 1/2" COVER --
8 fC G4— 1 B/ 1T cr
QUANITY OF #5 REBAR AT
TOP OF LINTEL GROUT
NOMINAL HT.
NOMINAL WIDTH �a� #5 REBAR AT BOTTOM
v OF LINTEL CAVIT
IN LINTEL (VARIL��
8" NOMINAL
LINTEL INFORMATION
�N
U
cy-)
zJ
V-
'�
U)
W
U
O
W
H
O
r)
C
7—
F
a
z
•
W0
C)
cii
O
0
O
J
7
r �
V
0
W
i--I
LW
\
O
z
O
Li
Q
U
z
Li
Q..
uI
z
Q
0
INIInld-ILoI(o
N
O
N
z
�
(D
V)
o
I
O
�
Q
W
w F- Q
U � �
rn F-
rn w
�z
0)D
0
0
L o
J
N J
r w
J Q_
w 0
U H
O
om
J rN
m
ry
0> o
too
Pz �
Q
N zz U
Q
W
m
x
Ld
- I
EL
J
o
1)
W u�
< 1
L1_
cX
i
I
zzu
�
<ozI
n
o—
<
Q�
ry
0<C
L]
o
z >o
o
:DW
1
0
C�
L
L
I Z
0
LL
w
� Q
W
O CC
LL Vl
zOly-
z
W
f �
U
W �
U
�-
N
O
Q
N
`1 ! r
�j
�HIkN�ET
�, o
S2
SCALE: 1/4' = V-0'
OF 3
TO THE BEST OF MY KNOWLEDGE, THIS STRUCTURE COMPLIES AND HAS BEEN DESIGNED IN ACCORDANCE WITH SECTION 1609 OF THE 7TH EDITION (2020) FLORIDA BUILDING CODE 21 156
WALL SUPPORT -
WHEREHIP MEETS RIDGE BETWEEN TRUSSES, INSTALL
2 X 12 RIDGE BOARD TO ACCEPT HIP CATS (2 X 12 MAY NEED
TO BE CUT TO MATCH SLOPE). NAIL WITH (3) 16d NAILS PER END
HIP CATS SHALL BE
CONTINUODUS TO RIDGE
W/ G2) 16d NAILS PER END
HIP TRUSS
,1
T HIP GIRDER TRUSS
IN
TYP. 2X4 PT
RAFTER W/ (3)
16d NAILS PER
END (NOT A
TRUSS)
n
n
DETAILS SIMULATES TRUSS
PLAN, CORRELATES TRUSS
IDENTIFICATION TO
CONNECTORS
HIP TRUSSES
CONNECTION BY TRUSS
COMPANY ENGINEERING
- SUB -FASCIA BOARD
ROOF SHEATHING TO BE
CARRIED OVER 2 SPANS
MINIMUM @ ALL LOCATIONS
SHEATHING DETAIL CONNECTION BY TRUSS -HIP JACK TRUSS
r'l ENGINEERING
SCALE: NS
H)RING
ING TRUSS DETAIL
LSTA 4 STRAP
RATP �RO ND F
** REQUIRED @ 4' OH CORNER BOTTOM CHO
wco
�
OF TOWNHOUSE ROOF
/ ARRIER TRUSS
f
LL'
STA18 STRAP AROUND
CARRIER & NAILED TO
CHORDS OF KING TRUS
g
11
GIRDER TRUSS
2 PLY
SUBFASCI';A
I
DETAIL
H5 CLI
NG
H3 CLIPS I
CK
1 TYP.
- -
LSTCA
R R &P NAILED
p --
- -
2 PLY SUBF
CI CHORDOF
KING TR
- -
SS
-
2' 0. C. -
-- -- - -- -
( (r
c
LSTA2 STRAP AROUND CORNE IN DIRECTION
I) II
OF FASCIA
IIII AE2III
LSTA24I WR. STRAP AP .OUNp
I
�ASCII A,�RCM
OP TOIIBOTTOMCHORD
� „
-LAP 2 PLY SUBFASCIA AT LEAST 3 MEMBERS ---�
BEYOND NORMAL BEARING TYP.
4' OVERHANG STRUCTURAL FASCIA DETAIL
SCALE: NS
LIQUID APPLIED FLASHING MEMBRANE
BETWEEN BLOCK & P.T. BUCK
WINDOW OR DOO!2 ATTACHED TO BUCK
PER MANUFACTURER'S REQUIREMENTS
" WINDOW °
OPENING _j
a
IN MASONRY
WALL
LIQUID APPLIED FLASHING MEMBRANE
SHALL NOT BE APPLIED @ STUCCO AREAS
1. LIQUID APPLIED FLASHING MEMBRANE SHALL BE APPLIED TO THE MASONRY
_ Mom- OPENING & THE BACK OF EACH BUCK PRIOR TO INSTALLATION. DO NOT APPLY
FLUID TO EXTERIOR AREA THAT IS TO RECIEVE STUCCO. CONTRACTOR TO
FOLLOW ALL MANUFACTURER'S INSTALLATION REQUIREMENTS SPECIFIC TO THE
PRODUCT BEING APPLIED.
s� YAK I,
/-,K- 2. LIQUID APPLIED FLASHING TO COMPLY WITH AAMA 714-12 OR 15,
W 3. BUCKS TO BE FASTENED HORIZONTALLY AND VERTICALLY TO CONCRETE BEAMS
AND COLUMNS OR GROUTED MASONRY. CONTRACTOR TO COORDINATE OPENING
DOOR DIMENSIONS.
OPENING IN 4. SEE DOOR & WINDOW ATTACHMENT SPECIFICATIONS FOR BUCK ATTACHMENT
MASONRY REQUIREMENTS.
WALL
5. PER I.R. CO. BUILDING DEPT.; A SAMPLE / LEFTOVER TUBE OR CONTAINER IS
REQUIRED TO BE LEFT ON SITE FOR VERIFICATION THAT PRODUCT USED
MATCHES SUBMITTED DOCUMENTATION (SEE ALTERNATE PRODUCT).
ALTERNATE PRODUCTS THAT COMPLY WITH AAMA 714-12 OR 714-15:
DUPONT TYVEK FLUID APPLIED WB+ (AAMA 714-15).
OSI QUAD FLASH LIQUID APPLIED FLASHING MEMBRANE (AAMA 714-12).
FORTIFIBER BUILDING SYSTEMS MOISTOP SEALANT & LIQUID FLASHING (AAMA 714-15).
PROTECTO WRAP LWM200 (AAMA 714-15).
PROSOCO R-GUARD FAST FLASH (AAMA 714-12).
BASF MAXFLASH LIQUID FLASHING MEMBRANE (AAMA 714-15).
MASTER WALL INC. SUPERIORFLASH (AAMA 714-12).
MASONRY OPENING FLASHING DETAIL
TYPICAL WOOD BUCK ON MASONRY OPENING NOTES
WINDOWS -
2" X 4" P.T. WINDOW BUCKS SHALL BE ATTACHED TO THE MASONRY WALL WITH 3/16" DIA. X 3 3/4" TAPCONS AT 12" O.C. ON THE
SIDES AND ON THE TOP OF THE OPENING.
1X BUCKS MAY BE USED ONLY W/ 3/16" DIA. 2 1/4" TAPCONS @ 12" O.C. PENETRATING 1 1/2" MIN. INTO THE MASONRY WALL
BUCK ATTACHMENT OPTION (WINDOWS) 3/16" TAPCONS INTO PRE -MANUFACTURED HOLE PENETRATING INTO THE MASONRY WALL 1
1/2" MIN.
DOORS -
2X DOOR BUCKS SHALL BE ATTACHED WITH 3/16" TAPCON ANCHORS @ 16" O.C. PENETRATING 1 1/2" MIN. INTO THE MASONRY WALL
1X BUCKS MAY BE USED ONLY W/ 3/16" DIA. TAPCONS @ 16" O.C. PENETRATING 1 1/2" MIN. INTO THE MASONRY WALL
BUCK ATTACHMENT OPTION (DOORS) THROUGH THE DOOR JAMB INTO THE MASONRY WALL W/ 3/16" DIA. TAPCONS
PENETRATING 1 1/2" MIN. INTO THE MASONRY WALL
1. DUPONT TYVEK FLUID (BRUSH FORMULATION) SHALL BE APPLIED TO THE MASONRY OPENING & THE BACK OF EACH BUCK PRIOR
TO INSTALLATION. DO NOT APPLY FLUID TO EXTERIOR AREA TO HAVE STUCCO. FILL ALL CORNERS W/ FLASHING OR DUPONT
SEALANT FOR TYVEK FLUID APPLIED SYSTEM.
2. WINDOW BUCKS ARE TO BE 2X4 OR 2X6, #2 S.Y. PINE, PRESSURE TREATED TO 2.5CCA. BUCKS ARE TO BE FULLY BONDED TO
MASONRY WITH SIKA 1A CONSTRUCTION ADHESIVE. FOR DOUBLE BUCK INSTALLATION, BUCKS ARE TO BE FULLY BONDED TO
EACH OTHER.
3. FASTENERS ARE TO BE 1/4"0 TAPCONS WITH MINIMUM PENETRATION OF 1 3/4" INTO MASONRY. USE STAGGERED SPACING OF
TAPCONS EQUAL TO, OR LESS THAN REQUIRED FASTENERS SPECIFIED BY MANUFACTURER FOR FRAME TO BUCK INSTALLATION.
4. BUCKS TO BE FASTENED HORIZONTALLY AND VERTICALLY TO CONCRETE BEAMS AND COLUMNS OR GROUTED MASONRY.
CONTRACTOR TO COORDINATE OPENING DIMENSIONS.
WHERE Y4" P.T. SHIM IS USED, WINDOW FRAME SHALL BE SECURED TO CONRCETE OR MASONRY WITH Y4"O TAPCONS OF SUFFICIENT
LENGTH TO ALLOW FOR 1Y4" EMBEDMENT AT SPACING SPECIFIED BY N.O.A.
DOOR BUCK INSTALLATION SAME AS WINDOW WITHOUT SILL
SEE PRODUCT
APPROVALS AND
DETAILS FOR
SOFFITS A & B
A MAXIMUM OF A 1-1/2
FILLER MAY BE USED
BETWEEN THE STRAP
AND THE TRUSS WITH
COMMON NAILS IF THE
DISTANCE BETWEEN THE
STRAP & TRUSS IS
GREATER THAN 1/2"
OR LESS THAN 1-1/2".
THIS ELIMINATES THE
SLACK IN THE
STRAP TO TRUSS
CONNECTION.
1'
--1 4 - C
PRE-ENGINEERED ENGINEERED TRUSSES@ 24" O.C.
SCALE: 3/16" = 1-0" J"`V V PER FOR
PRE-ENGINEERED
TRUSSES
ROOF SHEATHING
REPLACEMENT j
TRUSS
ANCHOR
USE A SIMPSON MTSM20 STRAP WHEN THE EMBEDDED
STRAP IS MISSED OR FURTHER THAN
1-1/2" FROM THE TRUSS. USE (4) 1/4" X 2 1/4"
(SIMPSON) TITEN OR TAPCON SCREWS (MASONRY WALL)
& (8) 10d X 1 1/2" NAILS (TRUSS) FOR UP TO 1045 LBS OF
UPLIFT. FOR HIGHER UPLIFT CONNECTIONS CONSULT THE
ENGINEER.
MISSED STRAP CONNECTION
SCALE: N.T.S.
DOUBLE BOND BEAM W/
#5 BAR EACH COURSE
METAL DRIP STRIP
ALUMINUM FASCIA ON 2X4
SUB -FASCIA
SINGLE SPAN SOFFIT--�
ATTACHED PER SCHEDULE
ALUMINUM J-CHANNEL-
rn
Q ti
u)
:12 TYPICAL ROOF PITCH
PRE-ENGINEERED ENGINEERED TRUSSES@ 24" O.C. r 1 M
HURRICANE STRAP @ EACH TRUSS J
LJJ
DOUBLE BOND BEAM W/ u h u
V
#5 BAR EACH COURSE
uj l
z
W
Q
2X4 NAILER ATTACHED TO TRUSS
W/ (3) 16d NAILS & TO 2X6 PT O 0-
U
NAILER W/ (3) 16d TOE -NAILS
N
to
d-
�
�
-2X2 (OR 4) PT NAILER ATTACHED
TO MASONRY BLOCK WALL W/ 10d METAL DRIP STRIP 2X6 PT NAILER ATTACHED TO
CUT NAILS @ 18" O.C.
N
ALUMINUM FASCIA ON 2X4 MASONRY BLOCK WALL W/ lOd CUT
o z
SUB -FASCIA NAILS @ 18" O.C. STAGGERED W
N O
SOFFIT ATTACHED PER SCHEDULE -- 4' --- - - O
I cn
1'-4" SOFFIT 'A' SECTION OF TRIPLE 4 FULL-O-VENT ECO -
O ~ � Q
SCALE 1/2" = 1' 0" ALUMINUM J-CHANNEL V m
2X2 BATTEN MAX. 10" O.C.
ATTACHED TO 2X4 NAILERS
W/ (1)#8 X 3" WOOD W H Lw
Ld
PRE-ENGINEERED ENGINEERED TRUSSES@ 24" O.C. SCREW > CD � U w
2X2 PT ATTACHED TO TRUSSES
(24" O.C.) & TO A MID SPAN
2X2 BATTEN W/ (1)#8 X 3"
WOOD SCREW
METAL DRIP STRIP
ALUMINUM FASCIA ON 2X4
SUB -FASCIA
SOFFIT ATTACHED PER SCHEDULE 2X2 (OR 4) PT NAILER ATTACHED
OF TRIPLE 4 FULL-O-VENT ECO - TO MASONRY BLOCK WALL W/ 10d
UNLIMITED SPANS CUT NAILS @ 18" O.C.
ALUMINUM J-CHANNEL
1'-4" SOFFIT 'B' SECTION
STRAP AND TIEDOWN SCHEDULE2X) DENOTES NUMBER OF FAENERS
REQUIRED ATASPECIFIC BEARING LOCATION.
UPLIFT FORCES SUPPLIED BY THE MANUFACTURER OF THE PRE-ENGINEERED TRUSSES. FINAL TRUSS ENGINEERING UPLIFTS MAY
VARY FROM THIS SHEET.
TRUSS INFORMATION
FROM MANUFACTURER
TRUSS CONNECTION
TRUSS
IDENTIFICATION
BEARING
JOINT
UPLIFT
REQUIRED
TRUSS TO
TRUSS CONNECTION
TRUSS TO
MASONRY
BOND BEAM
TRUSS TO
WOOD FRAMING
Al
1.
5
550/550
N/A
META16
N/A
A1A
1.
6
92/533
N/A
META16
N/A
A2
1
6
_50/550
N/A
META16
N/A
A2A
1
6
692/531
N/A
META16 -
N/A
A3
1
7
550/550
N/A
HETA16
N/A
A3A
1.
7
691/531
N/A
META16 -
N/A
A4
1
8
-:E3/1183
N/A
HETA16
N/A
A4A
1
6
t024/805
N/A
META16
N/A
316
1
3
2
61/0/142
N/A
META16
N/A
316A
1
3
2
130/0/97
N/A
META16
N/A
116B
1
5
3
�397/11/81
N/A
META16
N/A
J16C
1
5
3
S64/0/160
N/A
HETA16
N/A
316G
1
3
2
(.A3/79/38
N/A
META16
N/A
J12
1
3
2
126/0/23
N/A
META16
N/A
J24
1
3
2
136/0/87
N/A
META16
N/A
124A
1 1
3
2
83/155/0/88
N/A
META16
N/A
322
1
3
2
126/3/23
N/A
META16
N/A
J22A
1 1
3
2
88/134/5/35
N/A
META16
N/A
J3
1.
5
3
187/83/47
N/A
META16
N/A
J3A
1.
4
3
870/647/165
N/A
META16
N/A
J3B
1
3
2
204/24/75
N/A
META16*
N/A
TRUSS TO TRUSS CONNECTIONS ARE T E RESPONSIBLITY OF THE TRUSS MANUFACTURER ENGINEER PER
FLORIDA ADMINISTRATIVE CODE 61G1 -3 .003 AND SECTION 2.3.5.5(k) OF THE ANSI/TPI 1-2014.
ALL TRUSSES SHALL HAVE A VAPOR BARRIER AGAINST CONCRETE & MASONRY.
SCALE 1/2" = 1' 0"
---- T
SINGLE 2X4 TOP
PLATE NAILED TO
TRUSSES 1-16d
NAIL PER TRUSS
NON
BEARING
FRAMED
WALL
10,
0
4' SOFFIT 'B' SECTION o rn o cn
SCALE 1/2" = 1' 0"
SOFFIT NOTES:
1. 2X2 BATTENS ARE NOMINAL
2. FASTENERS SHALL BE CORROSION RESISTANT
COATINGS OR CORROSION RESISTANT MATERIAL.
3. VENTED SOFFIT HAS A NET FREE AREA OF OF 4.18
SQ IN/SQ FT.
METAL ROOF ON UNDERLAYMENT ON
5/8" CDX PLYWOOD
PRE-ENGINEERED ENGINEERED TRUSSES@ 24" O.C. 5:12 TYPICAL ROOF PITCH
HURRICANE STRAP @ EACH TRUSS - -\\\
.�
1/2" DRYWALL
ON EACH SIDE
DOUBLE BOND BEAM W/
#5 BAR EACH COURSE
METAL DRIP STRIP
20 ICYNENE
Q ,_INSULATION
INCLUDING G/
OF WALLS
ALUMINUM FASCIA ON 2X4
SUB -FASCIA
1/2" Dl
2X4 STUD
�
WALL @ 16"
SEE SOFFIT DETAIL
/ O.C.
PRE -CAST HEADERS ABOVE DOORS & WINDOWS
W/ #5 BARS IN EACH COARSE
SINGLE 2X4 PT
BOTTOM PLATE
W/ 8d CASE
HARDENED
NAILS @ 18"
O.C. TO
CONCRETE
SLAB OR 12d
INSTALL DURA-WALL EVERY OTHER
COURSE IN ALL MASONRY WALLS
CONCRETE SLAB OR NAILS @ 18"
WOOD FLOOR TO FLOOR
JOISTS
WOOD NON -BEARING WALL SECTION
SCALE: 1/2" = V-0"
NOTE: ENGINEER SPECIFIES FASTENERS
ANCHOR SCHEDULE ENGINEER BEFORE SUBSTITUTING
THAT SUPPLY UPLIFT, LOAD, & SHEAR REQUIREMENTS. PLEASE CONSULT WITH
ANY SPECIFIED FASTENERS. NOT ALL FASTENERS LISTED ARE REQUIRED.
SIMPSON
USP
UPLIFT PROVIDED
FASTENING NOTES
SPRUCE
SY PINE
META16 -
805
(5) 0.148 X 1 1/2" NAILS / EMBEDDED
4" INTO CONCRETE
META16
1450
(8) 0.148 X 1 1/2" NAILS / EMBEDDED
4" INTO CONCRETE
H3
495
525
(10) 0.131 X 1 1/2" NAILS
LSTA18
1115
1235
1 (14) 0.148 X 2 1/2" NAILS HALF PER
END
LSTA24
1235
1235
1 (18) 0.148 X 2 1/2" NAILS HALF P
R END
PRODUCT APPROVAL SUBMITTAL AFFIDAVIT
OPENING ID
PRODUCT
MANUFACTURER
MODEL #
PRODUCT
GLASS
APPROVA
#
DESCRIPTION
WINDOWS
SINGLE HUNG
MI WINDOWS AND DOORS
SERIES 185 SH
FL. #17
99.9
IMPACT
EXTERIOR SINGLE
SWINGING DOOR
PLASTPRO INC./
FIBERGLASS SINGLE
FL# 15213.1
IMPACT
DOOR
NANYA PLASTICS CORP
DOOR
GARAGE DOOR
STEEL SECTIONAL
DAB DOOR COMPANY,
HURRICANE MASTER
NOA 17-(D919.11
IMPACT
GARAGE DOOR
INC.
MODEL 824/811
I
SOFFIT- A
VINYL VENTED SOFFIT
KAYCAN LTD
TRIPLE 4 FULL-O-VENT ECO
FL# 16503.1
NA
- SINGLE SPANS
SOFFIT-B
VINYL VENTED SOFFIT
KAYCAN LTD
TRIPLE 4 FULL-O-VENT ECO
FL# 16503.2
NA
- UNLIMITED SPANS
ROOF
TITANIUM ROOF
OWENS CORNING ROOFING
TITANIUM UDL-25
l 116
2.1
NA
UNDERLAYMENT
UNDERLAYMENTS
AND ASPHALT, LLC
ROOFING METAL ROOFING INTEGRITY METALS LLC IM10OFF 16 GA 16" WIDE FL# 28113.1
NA
DOOR OR WINDOWS OPENING
PRECAST SILL
STUCCO
1/2" DRYWALL W/ FURRING AA2 VAPOR
SHIELD REFLECTIVE INSULATION
ACHIEVES AN R-4.2 ON 3/4" FURRING
TYP. DUR-A-WALL EVERY OTHER COURSE
#5 ROD W/ 10" HOOK IMBED MIN. OF 6" INTO
FOOTER. SEE STRUCTURAL ENGINEERING LAYOUT
cn
FOR LOCATION AND SPACING.
4" CONCRETE SLAB W/6X6 10/10 WWM ON
>
6 MIL. VAPOR BARRIER ON WELL
COMPACTED, TREATED FILL
20" W X 20" D FOOTING W/ 3 #5 REBAR CONT.
ON CHAIRS W/ MIN. 3" COVER
a..'
6"
i
- m I
II II;_,Ii II
"' a
a
I IIIII'II
TYPICAL 10' WALL SECTION
SCALE 1/2" = 1' 0"
PRODUCT
BUILDING DESIGN
DESIGN
PRESSURE PSF
ATTACHMENT METHOD
PRESSURE
TYPE, SIZE, SPACING &EMBEDMENT
+55 / -55
+36.1 -39.3
# 12 SCREWS OR Y4" TAPCON EMBEDDED 1 3/8" INTO WOOD BUCK OR FRAMED WALL @ EACH FACTORY HOLE
+65 / -70
+36.1 -47.2
# 10 SCREWS OR GREATER EMBEDDED 1 3/8" INTO WOOD BUCK @ 6" FROM ENDS & 14" O.C. ON THE SIDES
W/ #10 @ 3" & 7" ACROSS THE TOP & W/ 1/4" ITW TAPCONS 2" MIN INTO CONCRETE
SLAB @ BOTTOM
+40 / -44
+32. 1 -35.3
1/4" SCREWS EMBEDDED 1 1/4" INTO BUCKS @ 6" FROM CORNERS &14.33 " O.C. ON SIDES W/ TWO
FROM
SCREWS TOP CENTER SETBACK 4" & 7" FROM CENTER OF DOOR
ATTACHED W/ 0.072 ' DIA X 1-3/4" TRIM NAIL, MIN EMBEDMENT 1-3/4" AT EACH END TO SUB FASCIA AND WALL
+41.7 / -41.7
+37.8 -41.0
NAILER
+66.7 / -66.7
3],$ -rj 1,6
ATTACHED W/ 0.072 ' DIA X 1-3/4" TRIM NAIL, MIN EMBEDMENT 1-3/4" AT EACH END TO SUB FASCIA, WALL NAILER &
BATTENS (OR BLOCKING)
-142.5
+28.2 -69.7
ATTACHED DIRECT TOROOF SHEATHING
+N/A/-78.5
+28.2 -69.7
ATTACHED TO SHEATHING W/ #10 X 1" LOW PROFILE FASTENERS @ 10" O.C.
10,
rn l
rn w
c0 Z
In
I�
U
rn �
N 0
��
z
-
N w
l
r
W
d
Z
w
U Z
Z
rr�
VI
0
cfl
o rn
JM
z
m
of
o>
00
E
�Z �
Q
0
U
Q
� w
m
O
uj
0=
L
�-
-
TI
w
> Q
I111III
W
0
oF,
ill
z o
D�
cr Lei
U
W W
U
o_
N
N
N
LL
(�nn
Vl
i
N
Q.
SM
8.z'
� 11IIf
OF 3
TO THE BEST OF MY KNOWLEDGE, THIS STRUCTURE COMPLIES AND HAS BEEN DESIGNED IN ACCORDANICE WITH SECTION 1609 OF THE 7TH EDITION (2020) FLORIDA BUILDING CODE 21156